{"id":712,"date":"2026-05-27T07:46:02","date_gmt":"2026-05-27T07:46:02","guid":{"rendered":"https:\/\/rock-crusher-tractor.com\/?p=712"},"modified":"2026-05-27T07:46:02","modified_gmt":"2026-05-27T07:46:02","slug":"thor-st-soil-stabilizer-korean-rural-road-fdr-guide","status":"publish","type":"post","link":"https:\/\/rock-crusher-tractor.com\/tr\/thor-st-soil-stabilizer-korean-rural-road-fdr-guide\/","title":{"rendered":"THOR ST Toprak Stabilizat\u00f6r\u00fc \u2014 Kore K\u0131rsal Yollar\u0131 Temel Onar\u0131m\u0131 ve Alt Zemin Haz\u0131rl\u0131\u011f\u0131 \u0130\u00e7in Eksiksiz K\u0131lavuz"},"content":{"rendered":"
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THOR ST Toprak Stabilizat\u00f6r\u00fc \u2014 Kore K\u0131rsal Yollar\u0131 \u0130\u00e7in Tam Kullan\u0131m K\u0131lavuzu (Temel Y\u00fczey Onar\u0131m\u0131 ve Alt Temel Haz\u0131rl\u0131\u011f\u0131)<\/h1>\n

THOR ST, mevcut bozuk yol taban\u0131n\u0131 200 mm derinli\u011fe kadar frezeler, DCW 2.2'den stabilizasyon ba\u011flay\u0131c\u0131s\u0131n\u0131 kar\u0131\u015ft\u0131r\u0131r ve tek bir makine ge\u00e7i\u015finde homojen bir stabilizasyon katman\u0131 olu\u015fturur. Bu, Tam Derinlikli Geri Kazan\u0131m (FDR) olarak adland\u0131r\u0131l\u0131r ve Kore k\u0131rsal yollar\u0131n\u0131n y\u0131k\u0131l\u0131p yeniden in\u015fa edilmesine alternatif bir y\u00f6ntemdir.<\/p>\n

THOR ST Yol Stabilizasyonu Soru\u015fturmas\u0131<\/a><\/p>\n<\/div>\n<\/div>\n

<\/p>\n

Kore k\u0131rsal yollar\u0131 \u2013 tar\u0131msal eri\u015fim yollar\u0131, y\u00fcksek rak\u0131ml\u0131 \u00e7iftlik yollar\u0131 ve tar\u0131m topluluklar\u0131n\u0131 birbirine ba\u011flayan 4 metre geni\u015fli\u011findeki tar\u0131m yollar\u0131 \u2013 \u00f6ng\u00f6r\u00fclebilir bir ar\u0131za mekanizmas\u0131yla bozulur: zay\u0131f veya suya doymu\u015f temel malzeme \u00fczerindeki y\u00fczey y\u00fck\u00fc, tekerlek izi olu\u015fumuna, temel pompalanmas\u0131na ve sonunda kald\u0131r\u0131m\u0131n tamamen \u00e7\u00f6kmesine neden olur. Geleneksel rehabilitasyon \u00e7\u00f6z\u00fcm\u00fc kaz\u0131 ve de\u011fi\u015ftirme i\u015flemidir \u2013 pahal\u0131, y\u0131k\u0131c\u0131 ve malzeme ithalat\u0131 gerektirir. THOR ST toprak stabilizat\u00f6r\u00fc ile Tam Derinlikli Geri Kazan\u0131m (FDR) alternatif bir \u00e7\u00f6z\u00fcmd\u00fcr: mevcut bozulmu\u015f temel malzeme, tam i\u015flem derinli\u011fine kadar \u00f6\u011f\u00fct\u00fcl\u00fcr, yap\u0131sal bir ba\u011flay\u0131c\u0131 ile kar\u0131\u015ft\u0131r\u0131l\u0131r ve homojen bir stabilize tabaka olarak yeniden s\u0131k\u0131\u015ft\u0131r\u0131l\u0131r; b\u00f6ylece hem kaz\u0131 maliyeti hem de ithal agrega ihtiyac\u0131 ortadan kalkar.<\/p>\n

Bu k\u0131lavuz, THOR ST makinesinin \u00f6zelliklerini, FDR \u00e7al\u0131\u015fma s\u0131ras\u0131n\u0131, Kore yol ko\u015fullar\u0131 i\u00e7in ba\u011flay\u0131c\u0131 se\u00e7imini, farkl\u0131 temel ar\u0131za senaryolar\u0131 i\u00e7in derinlik ayarlar\u0131n\u0131 ve THOR ST'nin tar\u0131msal makinelerden nas\u0131l farkl\u0131la\u015ft\u0131\u011f\u0131n\u0131 kapsamaktad\u0131r. THOR 2.4 ta\u015f k\u0131r\u0131c\u0131<\/a>\u00a0ve geleneksel yol taban\u0131 yenileme y\u00f6ntemleri.<\/p>\n

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THOR ST'nin Onaylanm\u0131\u015f \u00d6zellikleri \u2014 Resmi Watanabe Bro\u015f\u00fcr\u00fcnden<\/h2>\n

\"THOR<\/p>\n

Watanabe resmi \u00fcr\u00fcn bro\u015f\u00fcr\u00fcndeki t\u00fcm \u00f6zellikler.<\/p>\n

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250 \u00d6zge\u00e7mi\u015f<\/span><\/div>\n
CVT zorunlu<\/div>\n<\/div>\n
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92<\/div>\n
Kennametal RK4 u\u00e7lar\u0131<\/div>\n<\/div>\n
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0\u2013200 mm<\/span><\/div>\n
Frezeleme derinli\u011fi aral\u0131\u011f\u0131<\/div>\n<\/div>\n
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5,300 Kilogram<\/span><\/div>\n
Makine a\u011f\u0131rl\u0131\u011f\u0131<\/div>\n<\/div>\n
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0,5\u20131,5 km\/sa<\/span><\/div>\n
\u00c7al\u0131\u015fma h\u0131z\u0131<\/div>\n<\/div>\n
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1000 RPM<\/span><\/div>\n
PTO h\u0131z\u0131<\/div>\n<\/div>\n<\/div>\n
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Ta\u015f\u0131ma boyutlar\u0131 (resmi bro\u015f\u00fcrden):<\/p>\n

Uzunluk: 2.960 mm \u2014 Geni\u015flik: 2.745 mm \u2014 Y\u00fckseklik: 2.615 mm. Bu ta\u015f\u0131ma boyutlar\u0131, Kore yol eri\u015fim planlamas\u0131 i\u00e7in kritik \u00f6neme sahiptir; 2.745 mm ta\u015f\u0131ma geni\u015fli\u011fine sahip THOR ST, Kore'nin dar k\u0131rsal yol kesimlerine sevk edilmeden \u00f6nce yol a\u00e7\u0131kl\u0131\u011f\u0131 onay\u0131 gerektirir.<\/p>\n<\/div>\n

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THOR ST ile Tar\u0131msal THOR 2.4 Aras\u0131ndaki Temel Fark<\/h2>\n

THOR ST ve THOR 2.4, Watanabe ad\u0131n\u0131 ve rotor tabanl\u0131 \u00e7al\u0131\u015fma mekanizmas\u0131n\u0131 payla\u015fsalar da, temelde farkl\u0131 uygulamalar i\u00e7in tasarlanm\u0131\u015f, tamamen farkl\u0131 makinelerdir. Bunlar\u0131 kar\u0131\u015ft\u0131rmak veya birini di\u011ferinin yerine kullanmaya \u00e7al\u0131\u015fmak ya k\u00f6t\u00fc sonu\u00e7lara ya da makine hasar\u0131na yol a\u00e7ar:<\/p>\n

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\u00d6zellik<\/th>\nTHOR ST (Toprak Stabilizat\u00f6r\u00fc)<\/th>\nTHOR 2.4 (Ta\u015f K\u0131r\u0131c\u0131)<\/th>\n<\/tr>\n<\/thead>\n
Birincil i\u015flev<\/td>\n200 mm'ye kadar de\u011firmen yolu taban\u0131, ba\u011flay\u0131c\u0131 ile kar\u0131\u015ft\u0131r\u0131larak stabilize edilmi\u015f bir katman olu\u015fturulur.<\/td>\nTar\u0131m alanlar\u0131nda 5 cm'den daha k\u00fc\u00e7\u00fck derinlikte g\u00f6m\u00fcl\u00fc ta\u015f par\u00e7alar\u0131.<\/td>\n<\/tr>\n
Kesici alet<\/td>\n92 Kennametal RK4 tungsten karb\u00fcr u\u00e7 (yol frezeleme s\u0131n\u0131f\u0131, y\u00fcksek darbe dayan\u0131m\u0131)<\/td>\n90 + 6 tungsten karb\u00fcr di\u015f (tar\u0131m s\u0131n\u0131f\u0131)<\/td>\n<\/tr>\n
Kesme i\u015flemi<\/td>\nA\u015fa\u011f\u0131 do\u011fru frezeleme \u2014 u\u00e7lar kald\u0131r\u0131m malzemesine do\u011fru a\u015fa\u011f\u0131 d\u00f6nerek ba\u011flay\u0131c\u0131 kar\u0131\u015f\u0131m\u0131 i\u00e7in homojen ince par\u00e7ac\u0131klar \u00fcretir.<\/td>\nDarbe k\u0131r\u0131lmas\u0131 \u2014 di\u015flerin ta\u015flara y\u00fcksek h\u0131zda \u00e7arpmas\u0131 sonucu ta\u015flar\u0131n k\u0131r\u0131lmas\u0131.<\/td>\n<\/tr>\n
\u00c7al\u0131\u015fma h\u0131z\u0131<\/td>\n0,5\u20131,5 km\/sa \u2014 yava\u015f, hassas derinlik kontrol\u00fc<\/td>\n1,0\u20133,0 km\/sa \u2014 daha h\u0131zl\u0131, kapsama odakl\u0131<\/td>\n<\/tr>\n
G\u00fc\u00e7 gereksinimi<\/td>\n250 CV, CVT zorunlu (d\u00fc\u015f\u00fck h\u0131zda s\u00fcrekli y\u00fcksek tork)<\/td>\nMinimum 180 HP, standart \u015fanz\u0131man<\/td>\n<\/tr>\n
\u00c7\u0131kt\u0131 malzemesi<\/td>\nS\u0131k\u0131\u015ft\u0131rmaya haz\u0131r ince kar\u0131\u015f\u0131m tabakas\u0131 (mevcut taban + ba\u011flay\u0131c\u0131) \u2014 yerinde kal\u0131r.<\/td>\nK\u0131r\u0131lm\u0131\u015f ta\u015f par\u00e7alar\u0131 \u2014 CT-2100 toplama ve uzakla\u015ft\u0131rma i\u015flemi gerektirir.<\/td>\n<\/tr>\n
Tar\u0131m alanlar\u0131nda kullan\u0131m\u0131 uygun mu?<\/td>\nHay\u0131r, sadece yol frezeleme\/stabilizasyon i\u00e7in. Tar\u0131m alanlar\u0131nda kullan\u0131lmas\u0131 makinenin kapasitesini bo\u015fa harcar ve tohum yata\u011f\u0131 haz\u0131rl\u0131\u011f\u0131 i\u00e7in yanl\u0131\u015f \u00e7\u0131kt\u0131 \u00fcretir.<\/td>\nEvet \u2014 birincil tar\u0131msal uygulama<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

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FDR S\u00fcreci \u2014 THOR ST + DCW 2.2 Ba\u015far\u0131s\u0131z Bir Kore Karayolu \u00dcss\u00fcn\u00fc Nas\u0131l Yeniden \u0130n\u015fa Ediyor?<\/h2>\n

\"THOR<\/p>\n

THOR ST ile tam derinlikli \u0131slah, \u00e7ok makineli, s\u0131ral\u0131 bir i\u015flemdir. Bir sonraki ad\u0131ma ba\u015flamadan \u00f6nce her ad\u0131m do\u011fru \u015fekilde tamamlanmal\u0131d\u0131r; yanl\u0131\u015f s\u0131ralama, homojen olmayan ba\u011flay\u0131c\u0131 da\u011f\u0131l\u0131m\u0131na sahip stabilize bir katman olu\u015fturarak, tam derinlikli \u0131slah yat\u0131r\u0131m\u0131n\u0131n sa\u011flamas\u0131 gereken yap\u0131sal iyile\u015fmeyi azalt\u0131r:<\/p>\n

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Ad\u0131m 1: Temel De\u011ferlendirme<\/div>\n

Herhangi bir makine kullan\u0131lmadan \u00f6nce: karot \u00f6rnekleri, i\u015flem derinli\u011fi gereksinimini (tar\u0131msal yol rehabilitasyonu i\u00e7in tipik olarak 150-200 mm), mevcut temel malzeme s\u0131n\u0131fland\u0131rmas\u0131n\u0131 (gran\u00fcler, stabilize veya tam kaplama), i\u015flem derinli\u011findeki nem i\u00e7eri\u011fini ve ba\u011flay\u0131c\u0131 tipi se\u00e7imini do\u011frular. De\u011ferlendirme, bu yol kesimindeki belirli ar\u0131za modeli i\u00e7in 150 mm veya 200 mm derinlik ayar\u0131n\u0131n uygun olup olmad\u0131\u011f\u0131n\u0131 belirler.<\/p>\n<\/div>\n

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Ad\u0131m 2: DCW 2.2 Klas\u00f6r Uygulamas\u0131<\/div>\n

O DCW 2.2 ba\u011flay\u0131c\u0131 serpme makinesi<\/a> THOR ST ge\u00e7i\u015finden \u00f6nce yol y\u00fczeyine kuru gran\u00fcler ba\u011flay\u0131c\u0131 (\u00e7imento, s\u00f6nmemi\u015f kire\u00e7 veya u\u00e7ucu k\u00fcl kar\u0131\u015f\u0131m\u0131) uygulan\u0131r. Uygulama oran\u0131 (Kg\/m\u00b2), belirli temel malzeme ve hedef ta\u015f\u0131ma kapasitesi i\u00e7in ba\u011flay\u0131c\u0131 tasar\u0131m kar\u0131\u015f\u0131m\u0131na ba\u011fl\u0131 olarak elektronik kabin kontrol sistemi arac\u0131l\u0131\u011f\u0131yla ayarlan\u0131r. 2.140 mm \u00e7al\u0131\u015fma geni\u015fli\u011fi, standart Kore tar\u0131m yollar\u0131nda (3,0\u20134,0 m geni\u015fli\u011finde) t\u00fcm yol y\u00fczeyini tek ge\u00e7i\u015fte kapsar.<\/p>\n<\/div>\n

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Ad\u0131m 3: THOR ST \u00d6\u011f\u00fctme ve Kar\u0131\u015ft\u0131rma<\/div>\n

THOR ST, DCW 2.2 ba\u011flay\u0131c\u0131 uygulama i\u015fleminden hemen sonra (kar\u0131\u015ft\u0131rmadan \u00f6nce ba\u011flay\u0131c\u0131n\u0131n hidratasyonunu \u00f6nlemek i\u00e7in 30-60 dakika i\u00e7inde) devreye girer. THOR ST'nin 92 adet Kennametal RK4 freze ucu, mevcut temel malzemeyi belirtilen derinli\u011fe (0-200 mm, kabinden hidrolik olarak ayarlan\u0131r) kadar i\u015fler. Frezeleme i\u015flemi, mevcut kald\u0131r\u0131m malzemesini e\u015f zamanl\u0131 olarak par\u00e7alar ve y\u00fczeye uygulanan ba\u011flay\u0131c\u0131 ile kar\u0131\u015ft\u0131r\u0131r. \u0130leri h\u0131z: 0,5-1,0 km\/sa. CVT trakt\u00f6r, farkl\u0131 temel malzeme sertlik b\u00f6lgelerinde de\u011fi\u015fken y\u00fck direnci alt\u0131nda sabit rotor h\u0131z\u0131n\u0131 korumak i\u00e7in oran\u0131 otomatik olarak ayarlar.<\/p>\n<\/div>\n

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4. Ad\u0131m: Derecelendirme ve Profil Olu\u015fturma<\/div>\n

THOR ST ge\u00e7i\u015finden hemen sonra, bir motorlu greyder veya trakt\u00f6r b\u0131\u00e7a\u011f\u0131, kar\u0131\u015ft\u0131r\u0131lm\u0131\u015f stabilize malzemeyi tasar\u0131m yol profiline g\u00f6re tesviye eder; b\u00f6ylece e\u011fim (\u00e7apraz e\u011fim) d\u00fczeltilir, boyuna e\u011fim giderilir ve kenar b\u00f6lgelerden fazla malzeme uzakla\u015ft\u0131r\u0131l\u0131r. Bu ad\u0131m, ilk sertle\u015fme ba\u015flamadan \u00f6nce tamamlanmal\u0131d\u0131r; \u00e7imento ba\u011flay\u0131c\u0131 i\u00e7in genellikle THOR ST kar\u0131\u015f\u0131m\u0131ndan sonra 1-2 saat i\u00e7inde, kire\u00e7 ba\u011flay\u0131c\u0131 i\u00e7in ise daha uzun s\u00fcrede tamamlanmal\u0131d\u0131r.<\/p>\n<\/div>\n

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Ad\u0131m 5: S\u0131k\u0131\u015ft\u0131rma ve K\u00fcrleme<\/div>\n

Tesviye i\u015fleminden hemen sonra titre\u015fimli silindirle s\u0131k\u0131\u015ft\u0131rma yap\u0131lmal\u0131d\u0131r. Tasar\u0131m yo\u011funlu\u011funa ula\u015fmak i\u00e7in 10 tonluk titre\u015fimli silindirle en az 4 ge\u00e7i\u015f yap\u0131lmal\u0131d\u0131r. K\u00fcrlenme s\u00fcresi: \u00c7imento ba\u011flay\u0131c\u0131 i\u00e7in 7 g\u00fcn (trafik yok), kire\u00e7 ba\u011flay\u0131c\u0131 i\u00e7in ise y\u00fczey kaplamas\u0131 uygulanmadan \u00f6nce 14 g\u00fcn. Bu s\u00fcre zarf\u0131nda do\u011fru s\u0131k\u0131\u015ft\u0131rma \u00e7ok \u00f6nemlidir; stabilize edilmi\u015f malzemenin s\u0131n\u0131rl\u0131 bir i\u015flenebilirlik s\u00fcresi vard\u0131r ve yetersiz s\u0131k\u0131\u015ft\u0131rma, tasar\u0131m amac\u0131ndan daha zay\u0131f bir temel olu\u015fturur.<\/p>\n<\/div>\n<\/div>\n

<\/p>\n

92 Kennametal RK4 Matkap Ucu \u2014 Kore Yol Malzemelerinde Matkap Ucu \u00d6zelliklerinin \u00d6nemi<\/h2>\n

THOR ST'nin 92 Kennametal RK4 kesici u\u00e7lar\u0131, s\u0131radan tungsten karb\u00fcr u\u00e7lar de\u011fildir; Kennametal, d\u00fcnya \u00e7ap\u0131nda tan\u0131nan bir hassas tak\u0131m \u00fcreticisidir ve RK4 spesifikasyonu, hem s\u0131k\u0131\u015ft\u0131r\u0131lm\u0131\u015f gran\u00fcler taban malzemesi hem de stabilize veya asfalt kaplama malzemesi \u00fczerinden y\u00fcksek darbeli kesim i\u00e7in tasarlanm\u0131\u015f bir yol frezeleme ucunu belirtir. RK4 u\u00e7 geometrisi \u015funlar\u0131 birle\u015ftirir:<\/p>\n

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Konik u\u00e7 geometrisi<\/p>\n

Konik u\u00e7, kesme kuvvetini d\u00fcz bir darbe y\u00fczeyine da\u011f\u0131tmak yerine (tar\u0131msal THOR di\u015flerinde oldu\u011fu gibi) temas noktas\u0131nda yo\u011funla\u015ft\u0131r\u0131r. Bu yo\u011funla\u015fma, tar\u0131msal ta\u015f k\u0131r\u0131c\u0131 di\u015flerinin patlay\u0131c\u0131 darbe etkisine gerek kalmadan s\u0131k\u0131\u015ft\u0131r\u0131lm\u0131\u015f yol taban malzemesine ve k\u0131smen konsolide asfalta n\u00fcfuz etmek i\u00e7in gereklidir; THOR ST, k\u0131r\u0131lma darbe etkisi yerine \u00f6\u011f\u00fctme\/frezeleme etkisi \u00fcretir.<\/p>\n<\/div>\n

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360\u00b0 d\u00f6nd\u00fcrme \u00f6zelli\u011fi<\/p>\n

RK4 u\u00e7lar\u0131, kesim s\u0131ras\u0131nda ucun kendi ekseni etraf\u0131nda d\u00f6nmesine olanak tan\u0131yan d\u00f6ner tutucular i\u00e7inde tutulur; bu da a\u015f\u0131nmay\u0131 tek bir y\u00fczeyde yo\u011funla\u015ft\u0131rmak yerine, ucun t\u00fcm \u00e7evresine e\u015fit olarak da\u011f\u0131t\u0131r. Bu d\u00f6nme \u00f6zelli\u011fi, RK4 u\u00e7lar\u0131na yol frezeleme uygulamalar\u0131nda sabit konumlu u\u00e7lara g\u00f6re 3-5 kat daha uzun hizmet \u00f6mr\u00fc sa\u011flar; bu da, u\u00e7 de\u011fi\u015fiminin proje ortas\u0131nda \u00f6nemli maliyet art\u0131\u015f\u0131na neden oldu\u011fu Kore yol FDR projelerinin ekonomisi i\u00e7in kritik bir fakt\u00f6rd\u00fcr.<\/p>\n<\/div>\n

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Kalite spesifikasyonlu karb\u00fcr<\/p>\n

Kore k\u0131rsal yol taban malzemesi, THOR 2.4 tar\u0131m frezeleme di\u015flerini zorlayan ayn\u0131 jeolojik kaynaklardan gelen granit agregas\u0131 i\u00e7erir. RK4'\u00fcn karb\u00fcr s\u0131n\u0131f\u0131, bu sert agrega malzemesinin yol frezeleme h\u0131zlar\u0131nda s\u00fcrekli olarak kesilmesi i\u00e7in optimize edilmi\u015ftir; granit a\u015f\u0131nmas\u0131na kar\u015f\u0131 diren\u00e7 g\u00f6steren sertli\u011fi, d\u00fczensiz taban malzemesi bile\u015fiminden kaynaklanan darbe y\u00fck\u00fcne kar\u015f\u0131 diren\u00e7 g\u00f6steren toklukla birle\u015ftirir.<\/p>\n<\/div>\n<\/div>\n

<\/p>\n

Kore K\u0131rsal Yollar\u0131 \u0130\u00e7in Ba\u011flay\u0131c\u0131 Malzeme Se\u00e7imi \u2014 \u00c7imento, Kire\u00e7 ve U\u00e7ucu K\u00fcl<\/h2>\n

\"Kore<\/p>\n

Kore yol onar\u0131m\u0131nda kullan\u0131lan sertle\u015ftirme \u00e7imentosu (FDR) i\u00e7in ba\u011flay\u0131c\u0131 se\u00e7imi, mevcut temel malzeme t\u00fcr\u00fcne, i\u015flem s\u0131ras\u0131ndaki nem durumuna ve gerekli ta\u015f\u0131ma kapasitesi iyile\u015ftirmesine ba\u011fl\u0131d\u0131r. Kore FDR uygulamalar\u0131nda \u00fc\u00e7 ba\u011flay\u0131c\u0131 t\u00fcr\u00fc kullan\u0131lmaktad\u0131r:<\/p>\n

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Portland \u00c7imento \u2014 En Y\u00fcksek Mukavemet, H\u0131zl\u0131 Sertle\u015fme<\/p>\n

\u00c7imento ile stabilize edilmi\u015f FDR katmanlar\u0131, \u00fc\u00e7 ba\u011flay\u0131c\u0131 t\u00fcr\u00fc aras\u0131nda en y\u00fcksek erken ve uzun vadeli ta\u015f\u0131ma kapasitesine sahiptir ve a\u011f\u0131r hasat kamyonu y\u00fckleri (15-25 ton y\u00fckl\u00fc br\u00fct ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131) ta\u015f\u0131yan Kore tar\u0131m yollar\u0131 i\u00e7in uygundur. Uygulama oran\u0131: tipik olarak i\u015flenmi\u015f malzemenin kuru a\u011f\u0131rl\u0131\u011f\u0131na g\u00f6re 3-61 TP5T'dir ve bu oran, belirli temel malzeme i\u00e7in laboratuvar kar\u0131\u015f\u0131m tasar\u0131m\u0131 ile do\u011frulanm\u0131\u015ft\u0131r. \u00c7imento FDR, kar\u0131\u015ft\u0131rmadan sonra 2-3 saat i\u00e7inde s\u0131k\u0131\u015ft\u0131rman\u0131n tamamlanmas\u0131n\u0131 gerektirir; bu, \u00fc\u00e7 ba\u011flay\u0131c\u0131 aras\u0131nda en k\u0131sa \u00e7al\u0131\u015fma s\u00fcresidir. Haz\u0131r beton veya torbal\u0131 \u00e7imento teslimat\u0131na eri\u015fimi olan Kore da\u011f yollar\u0131, \u00e7imento FDR i\u00e7in adayd\u0131r.<\/p>\n

\u00c7al\u0131\u015fma s\u00fcresi: 2-3 saat. 7 g\u00fcn trafik k\u0131s\u0131tlamas\u0131. En uygun kullan\u0131m alan\u0131: Yo\u011fun trafi\u011fe sahip tar\u0131m yollar\u0131.<\/p>\n<\/div>\n

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S\u00f6nmemi\u015f Kire\u00e7 \u2014 Islak veya Plastik Taban Malzemeleri \u0130\u00e7in En \u0130yisi<\/p>\n

S\u00f6nmemi\u015f kire\u00e7 (kalsiyum oksit), temel malzemedeki nemle reaksiyona girerek topra\u011f\u0131 kurutur ve kil minerallerini de\u011fi\u015ftirir. Bu nedenle, mevcut temel \u0131slak (optimum nem i\u00e7eri\u011finin \u00fczerinde), plastik (y\u00fck alt\u0131nda yumu\u015fak) veya temel malzeme, etkili \u00e7imento stabilizasyonunu engelleyen \u00f6nemli miktarda kil veya silt fraksiyonu i\u00e7erdi\u011finde, s\u00f6nmemi\u015f kire\u00e7 FDR tercih edilen se\u00e7enektir. Kire\u00e7 reaksiyonu, topra\u011f\u0131n s\u0131k\u0131\u015ft\u0131rma i\u00e7in yeterince de\u011fi\u015fmesinden \u00f6nce 24-72 saat s\u00fcrer; bu, \u00e7imentoya g\u00f6re daha uzun bir \u00e7al\u0131\u015fma s\u00fcresidir, ancak nihai s\u0131k\u0131\u015ft\u0131rmaya ba\u015flamadan \u00f6nce daha uzun bir bekleme s\u00fcresi de gerektirir.<\/p>\n

\u00c7al\u0131\u015fma s\u00fcresi: 24\u201372 saat. 14 g\u00fcnl\u00fck trafik k\u0131s\u0131tlamas\u0131. En uygun oldu\u011fu zemin: \u0131slak veya kil bak\u0131m\u0131ndan zengin zemin.<\/p>\n<\/div>\n

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U\u00e7ucu K\u00fcl \u2014 Modifiye Toprak Ko\u015fullar\u0131 \u0130\u00e7in Takviye Edici Ba\u011flay\u0131c\u0131<\/p>\n

C s\u0131n\u0131f\u0131 u\u00e7ucu k\u00fcl (k\u00f6m\u00fcrle \u00e7al\u0131\u015fan enerji santrallerinden elde edilen), puzolanik bir malzemedir; kire\u00e7 veya \u00e7imentodan gelen kalsiyum ile reaksiyona girerek \u00e7imentolu \u00fcr\u00fcnler olu\u015fturur. \u00c7imento veya kirece ek olarak (genellikle tek ba\u015f\u0131na ba\u011flay\u0131c\u0131 olarak de\u011fil) kullan\u0131ld\u0131\u011f\u0131nda, u\u00e7ucu k\u00fcl i\u015flenebilirli\u011fi art\u0131r\u0131r, \u00e7al\u0131\u015fma aral\u0131\u011f\u0131n\u0131 uzat\u0131r ve toplam ba\u011flay\u0131c\u0131 maliyetini d\u00fc\u015f\u00fcr\u00fcr. Kore'de k\u00f6m\u00fcr santrali k\u00fcl\u00fc at\u0131k sahalar\u0131na yak\u0131n k\u0131rsal yol FDR projelerinde (Kuzey Gyeongsang ve G\u00fcney Chungcheong illeri), u\u00e7ucu k\u00fcl\u00fcn bulunabilirli\u011fi ba\u011flay\u0131c\u0131 malzeme maliyetini \u00f6nemli \u00f6l\u00e7\u00fcde azaltabilir.<\/p>\n

Genellikle \u00e7imento veya kirece katk\u0131 maddesi olarak 20\u201340% kullan\u0131l\u0131r, tek ba\u015f\u0131na ba\u011flay\u0131c\u0131 olarak kullan\u0131lmaz. Belirli k\u00fcl kayna\u011f\u0131 i\u00e7in puzolanik aktivite derecesini do\u011frulay\u0131n.<\/p>\n<\/div>\n<\/div>\n

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Kore K\u0131rsal Yol Kategorileri \u2014 FDR'nin Uyguland\u0131\u011f\u0131 ve Uygulanmad\u0131\u011f\u0131 Yerler<\/h2>\n

Her Kore k\u0131rsal yol ar\u0131zas\u0131, THOR ST ile FDR i\u00e7in uygun de\u011fildir. FDR'nin hangi yol kategorilerini ve ar\u0131za modlar\u0131n\u0131 ele ald\u0131\u011f\u0131n\u0131 ve hangilerinin farkl\u0131 \u00e7\u00f6z\u00fcmler gerektirdi\u011fini anlamak, yat\u0131r\u0131m\u0131n beklenen yap\u0131sal iyile\u015fmeyi sa\u011flamayaca\u011f\u0131 projelerde kullan\u0131lmas\u0131n\u0131 \u00f6nler:<\/p>\n

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FDR uygundur:<\/p>\n